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Prediction of Ground Subsidence Caused by Shield Tunnel Construction Under Hidden Karst Cave
Relied on the tunnel engineering in the karst area of Dalian Metro Line 5, the indoor model test was designed and carried out based on the similarity theory. The inversion analysis was carried out through the test data. The engineering data of subway construction in coastal areas and the karst geolo...
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| Published in: | Geotechnical and geological engineering 2022-07, Vol.40 (7), p.3839-3850 |
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| Main Authors: | , , , , , |
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| cited_by | cdi_FETCH-LOGICAL-c249t-88e2ea355f3c8f531e19185b937a474d00c5d2e0bd9fb095271679f2624e50073 |
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| cites | cdi_FETCH-LOGICAL-c249t-88e2ea355f3c8f531e19185b937a474d00c5d2e0bd9fb095271679f2624e50073 |
| container_end_page | 3850 |
| container_issue | 7 |
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| container_title | Geotechnical and geological engineering |
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| creator | Zhang, Jiashu Xu, Mingyang Cui, Minghua Xin, Yue Wang, Haitao Su, Peng |
| description | Relied on the tunnel engineering in the karst area of Dalian Metro Line 5, the indoor model test was designed and carried out based on the similarity theory. The inversion analysis was carried out through the test data. The engineering data of subway construction in coastal areas and the karst geological conditions in Dalian area were counted. The range of the width of the stratum settlement trough caused by shield tunnel construction in Dalian area was proposed. Based on the principle of similar soil loss, the linear relationship and its influence parameters between
S
max,0
/
S
max,z
and (1 −
Hz
/
h
) were deduced. The influence of cave size and roof thickness on ground settlement was analyzed. Based on the multiple linear regression method, the prediction formula of the maximum ground settlement caused by shield excavation under the condition of hidden karst cave was established, and the applicable scope was given. Furthermore, an example was given to verify the results. The contents of this paper can provide reference for similar projects. |
| doi_str_mv | 10.1007/s10706-022-02136-3 |
| format | article |
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S
max,0
/
S
max,z
and (1 −
Hz
/
h
) were deduced. The influence of cave size and roof thickness on ground settlement was analyzed. Based on the multiple linear regression method, the prediction formula of the maximum ground settlement caused by shield excavation under the condition of hidden karst cave was established, and the applicable scope was given. Furthermore, an example was given to verify the results. The contents of this paper can provide reference for similar projects.</description><identifier>ISSN: 0960-3182</identifier><identifier>EISSN: 1573-1529</identifier><identifier>DOI: 10.1007/s10706-022-02136-3</identifier><language>eng</language><publisher>Cham: Springer International Publishing</publisher><subject>Civil Engineering ; Coastal engineering ; Coastal zone ; Coasts ; Construction ; Dredging ; Earth and Environmental Science ; Earth Sciences ; Excavation ; Geology ; Geotechnical Engineering & Applied Earth Sciences ; Hydrogeology ; Karst ; Original Paper ; Regression analysis ; Similarity theory ; Soil erosion ; Subway construction ; Subways ; Terrestrial Pollution ; Test methods ; Tunnel construction ; Tunneling shields ; Tunnels ; Waste Management/Waste Technology</subject><ispartof>Geotechnical and geological engineering, 2022-07, Vol.40 (7), p.3839-3850</ispartof><rights>The Author(s), under exclusive licence to Springer Nature Switzerland AG 2022</rights><rights>The Author(s), under exclusive licence to Springer Nature Switzerland AG 2022.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c249t-88e2ea355f3c8f531e19185b937a474d00c5d2e0bd9fb095271679f2624e50073</citedby><cites>FETCH-LOGICAL-c249t-88e2ea355f3c8f531e19185b937a474d00c5d2e0bd9fb095271679f2624e50073</cites><orcidid>0000-0001-9489-6538</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,27901,27902</link.rule.ids></links><search><creatorcontrib>Zhang, Jiashu</creatorcontrib><creatorcontrib>Xu, Mingyang</creatorcontrib><creatorcontrib>Cui, Minghua</creatorcontrib><creatorcontrib>Xin, Yue</creatorcontrib><creatorcontrib>Wang, Haitao</creatorcontrib><creatorcontrib>Su, Peng</creatorcontrib><title>Prediction of Ground Subsidence Caused by Shield Tunnel Construction Under Hidden Karst Cave</title><title>Geotechnical and geological engineering</title><addtitle>Geotech Geol Eng</addtitle><description>Relied on the tunnel engineering in the karst area of Dalian Metro Line 5, the indoor model test was designed and carried out based on the similarity theory. The inversion analysis was carried out through the test data. The engineering data of subway construction in coastal areas and the karst geological conditions in Dalian area were counted. The range of the width of the stratum settlement trough caused by shield tunnel construction in Dalian area was proposed. Based on the principle of similar soil loss, the linear relationship and its influence parameters between
S
max,0
/
S
max,z
and (1 −
Hz
/
h
) were deduced. The influence of cave size and roof thickness on ground settlement was analyzed. Based on the multiple linear regression method, the prediction formula of the maximum ground settlement caused by shield excavation under the condition of hidden karst cave was established, and the applicable scope was given. Furthermore, an example was given to verify the results. The contents of this paper can provide reference for similar projects.</description><subject>Civil Engineering</subject><subject>Coastal engineering</subject><subject>Coastal zone</subject><subject>Coasts</subject><subject>Construction</subject><subject>Dredging</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Excavation</subject><subject>Geology</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Hydrogeology</subject><subject>Karst</subject><subject>Original Paper</subject><subject>Regression analysis</subject><subject>Similarity theory</subject><subject>Soil erosion</subject><subject>Subway construction</subject><subject>Subways</subject><subject>Terrestrial Pollution</subject><subject>Test methods</subject><subject>Tunnel construction</subject><subject>Tunneling shields</subject><subject>Tunnels</subject><subject>Waste Management/Waste Technology</subject><issn>0960-3182</issn><issn>1573-1529</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><recordid>eNp9kMFKAzEQhoMoWKsv4CngeXWSbJLNUYq2oqDQ9iaE3c2sbqnZmuwKfXtTV_DmYZjL__3DfIRcMrhmAPomMtCgMuA8DRMqE0dkwqQWGZPcHJMJGAWZYAU_JWcxbgCAK2AT8voS0LV133aedg2dh27wji6HKrYOfY10Vg4RHa32dPne4tbR1eA9bums87EPw0iuvcNAF61LDH0sQ-wT94Xn5KQptxEvfveUrO_vVrNF9vQ8f5jdPmU1z02fFQVyLIWUjaiLRgqGzLBCVkboMte5A6il4wiVM00FRnLNlDYNVzxHmb4XU3I19u5C9zlg7O2mG4JPJy1XOpcq1yBSio-pOnQxBmzsLrQfZdhbBvZg0Y4WbbJofyzaAyRGKKawf8PwV_0P9Q0F9HOd</recordid><startdate>20220701</startdate><enddate>20220701</enddate><creator>Zhang, Jiashu</creator><creator>Xu, Mingyang</creator><creator>Cui, Minghua</creator><creator>Xin, Yue</creator><creator>Wang, Haitao</creator><creator>Su, Peng</creator><general>Springer International Publishing</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7TN</scope><scope>7UA</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>BKSAR</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>F1W</scope><scope>H96</scope><scope>HCIFZ</scope><scope>L.G</scope><scope>L6V</scope><scope>M7S</scope><scope>PCBAR</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><orcidid>https://orcid.org/0000-0001-9489-6538</orcidid></search><sort><creationdate>20220701</creationdate><title>Prediction of Ground Subsidence Caused by Shield Tunnel Construction Under Hidden Karst Cave</title><author>Zhang, Jiashu ; 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The inversion analysis was carried out through the test data. The engineering data of subway construction in coastal areas and the karst geological conditions in Dalian area were counted. The range of the width of the stratum settlement trough caused by shield tunnel construction in Dalian area was proposed. Based on the principle of similar soil loss, the linear relationship and its influence parameters between
S
max,0
/
S
max,z
and (1 −
Hz
/
h
) were deduced. The influence of cave size and roof thickness on ground settlement was analyzed. Based on the multiple linear regression method, the prediction formula of the maximum ground settlement caused by shield excavation under the condition of hidden karst cave was established, and the applicable scope was given. Furthermore, an example was given to verify the results. The contents of this paper can provide reference for similar projects.</abstract><cop>Cham</cop><pub>Springer International Publishing</pub><doi>10.1007/s10706-022-02136-3</doi><tpages>12</tpages><orcidid>https://orcid.org/0000-0001-9489-6538</orcidid></addata></record> |
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| ispartof | Geotechnical and geological engineering, 2022-07, Vol.40 (7), p.3839-3850 |
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| source | Springer Nature |
| subjects | Civil Engineering Coastal engineering Coastal zone Coasts Construction Dredging Earth and Environmental Science Earth Sciences Excavation Geology Geotechnical Engineering & Applied Earth Sciences Hydrogeology Karst Original Paper Regression analysis Similarity theory Soil erosion Subway construction Subways Terrestrial Pollution Test methods Tunnel construction Tunneling shields Tunnels Waste Management/Waste Technology |
| title | Prediction of Ground Subsidence Caused by Shield Tunnel Construction Under Hidden Karst Cave |
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